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HomeMy WebLinkAboutpitkin.eh.264323401001 (2000-2002) (OWTS 1)Permit # 02031 Type of permit t Pitkin county Environmental Health Departme,a Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 new&Remodel Parcel ID # 2643-234-01-001 Name of Owner Two -Mile Ranch OWS 1 Ag Bldg, Historic House, Granary, Natal Cabin, Street Address 3448 Woody Ck Rd Property legal description Size of lot 71.368 acres Lot 1 acres Total square footage of the house 3200,2000,900,450 Water source Community to be developed # of potential bedrooms in Caretaker unit NA Total square footage of the caretaker unit na # of potential bedrooms in caretaker unit na Designed for what # rooms (list) 3 bedroom Historic House, Ag Barn, Granary, Natal Cabin Permit information Designed by Church & Associates 4501 Wadsworth Blvd Wheat Ridge 80033 Perc rate 18.5 Profile hole depth 10 ft Depth to groundwater or bedrock Minimum Septic tank capacity 3390 gallons minimum Minimum Absorption area Comments 7 f drip irrigation This permit is issued for an experimental Drip Irrigation System per compliance with the engineer design and specifications dated May 10, 2002 and letter dated April 30, 2002 stating that a 2,000 gallon and a 1500 gallon single compartment concrete tanks have been installed by the Ag Barn. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The engineer states that distances to irrigation ditches & trenches can be reduced because of use of the AdvenTex secondary treatment system. Requirements in Section 4-20 of Pitkin County ISDS Regulations must be met and must be in accordance to Resolution #99-34 for Experimental Drip Irrigation Systems. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Permit approved by:,4,-— Date: Plans and specifications of the p posed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: Fnal�nspecon approval. �� Date: 1 Dec 03 01 02:41p 10 0kin Co Env. Health r''0)920-5077 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5077 Name of OWNER TWO I t._f_-- NC ANAL Elv"T ST 11-1—r— Owner's Mailing Address 30o G NT GT S l c on A<ut_AS TX % 7-o Business Phone: 027 D ! t I Home Phone: 270-922-6,70(3 Address: Primary Contact Person tall communication regarding this permit will go through this person) Name C -s Ry e>E,4C 4 .Company__ P-£Scx F=- %`^ P 1►��-1JT Contact Mailing Address % 1fj 1/�(J N ST STS N GO 8 ((o Business Phone: 92_t5-_3+7Cell Phone: 3"Tc� Z.o Fax: 92.G -4-7t54 E-mail Address: 60412- <& Parcel ID # (available from assessor's office at 920.5160 or at www.aspen.comlassessor/) Street address of property nn '31-148 WvonLl Ggefl?_ P -D W00t✓;6C—,K, cc 0.1 �S Legal Description: Lot l Block Filing Subdivision Size of lot: 7 acres. Type of proposed structure: Size of bldg. envelope: � Ae, Total square feet of house 3200 2000 OO q # of bedrooms in house 013101 0 # of offices, lofts & similar sized rooms in house O 13 i t Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit P,1" # of bedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home P } Repair due to failure ( ) RemodeUAddition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (�) If community system: Name of system p.3 The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $65 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fall or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant Received by G:\ehljsds\isdsapp\isdsapp.doc: �---- Date Receipt # r—T Date k�r -5 -27 - 02 Pitl` inty Environmental Health Depart Permit for an Individual Sewage Disposai Sys -in 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 00046 Parcel ID # 2643-243-00-024 Type of permit New( ) Repair( ) Addition to House( ) TANK ONLY Name of Owner Two Mile Ranch Management Trust Street Address 3448 Woody Creek Rd Property legal description Size of lot 245 Water source PRIVATE WELL # of bedrooms in house Total square footage of the house 2064 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit Septic tank capacity 2000 gallons Absorption area Comments N/a Septic permit approved per compliance with the letter and design specifications dated July 20, 2000. Any changes must be approved by this department and the designer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The tank must be a minimum of 5 feet from the house. If ground water is encountered during installation, the tank must be anchored. This permit is valid only for the installation of a 2000 gallon concrete tank. This will serve as a holding tank for the residence until a waste treatment facility can be constructed. There will be no outlet for the tank and it will need to be pumped. THIS IS A TEMPORARY MEASURE. An application for a permanent treatment system must be submitted by August 1, 2001 with any applicable soil testing confirmed at a time of high runoff. (HP Geotech reported ground water at 5 ft on July 17, 2000.) This permit will expire August 1, 2001. This department does not endorse any brand of products. This department must be called for an inspection with a minimum of 48 hours advanced notice. Permit approved by: l a }� (al bnlXi� Date: -7bloo Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. 00y Installer: Final inspectionapproval: `�.�:€- -: �-�f�:�. �•� �'�_ •.. � �, - � anti Date: *ncf-,C cYna-w; n4, w, 24b� N3 --o - o2,4 67z �113l'V� m-olVl4-i 6- d - W ASPEN/P' " .NVIRONMENTAL HEALTH DEP "A""ENT APPLICATIU,v F%jR INDIVIDUAL SEWAGE DISP0S01PEN (STEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5074 Name of OWNER —WO Ivl %LE RAIW-14 MN1A6EMWT % ZusT— Owner's Mailing Address ek ga--M F-N1)Iizai.1mwTA-L OE -6 &4-6W Business Phone: Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name (y Company F3EAL-A &Rj VlP-,WMCAJTAL UC F ntact Maiiing Address 11s Vales M64d 5�Z- siness Phone : 1 5475- Cell Phone: 3 7 �j - / 7 Z o Fax : qZS 47S Cl /Z Parcel ID #( available from assessor's office at 920-5160or at www.aspen.com/assessors a y - Z 3 U (-) • 0 Street address of property Legal Description: Lot Size of lot: 245 acres. Total square feet of house W ,Block Filing Subdivision Type of proposed structure: L Q4 Size of bldg. envelope: cC,`l # of bedrooms in house 3 # of offices, lofts & similar sized rooms in house Caretaker Unit: Attached ( ) Detached ( # of hPrimoms in caretaker unit Total area(sq. ft.) of caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition (x) Emergency use ( ) Water: Private well ( )() Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system N tki - f -CIX The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that anv such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of appli ht Date `7- V - JV Received by4) Receipt # l Z Date 7 c� G:\eh\isds\isdsa .doc F',F N %o A) Ccp NS % 970-9-,20—C/42-9 Pitkin County Environmental Health Department Contact Log Sheet .�! • D. Address: Person Spoken To nts� WAon W. W U �', .♦� � , _� 1�1/!� _W,M� iFFNI WIN ME wl Mro OF M WIN WIMM RON-_ MM MEYA __ _- JFJ Beach Environmental, LLC N1111111111101 RECEIVED AUG 2 4 2000 ENT LHe Al.HFgE7-N August 21, 2000 Tom Dunlap Pitkin County Department of Environmental Health 130 S. Galena Aspen, CO 81611 Re: Woody Creek Water Quality Dear Tom: There is no reason for this letter other to keep you informed of our activities as it relates to the Two Mile Ranch (the old Stanley Natal Ranch). As you know, we received a permit to reconstruct the historic log house on the property and also a permit to remove the 1950's era Ranch House. In the process of completing our work, we decided to evaluate the existing waste water treatment system, reported to be a septic tank and leach field serving the Ranch House, and therefore we followed the waste water line from the house towards the leach field. Upon excavation of the line to the leach field, we found that a 55 gallon drum had been installed to serve as a septic tank and/or grease trap and this drum was approximately 40% full of grease. Upon further excavation, we found that the piping from the Ranch House terminated within a buried car body. This car body was excavated into the soil at a depth of approximately two feet and the car itself was submerged in groundwater. Consequently, there was little if any treatment of the effluent from the Ranch House actually occurring. We have been in contact with Dwayne Watson from the State Department of Public Health and Environment and have been working with Dwayne to make sure that we comply with all State Water Quality Laws and Public Health Laws regarding the removal of this system. While we understand from Dwayne that the system could be abandoned in place, we chose not to follow this course of action and instead we will be removing all parts of the system and we will also remove any areas of contaminated soil in an effort to improve the overall water quality of this site and Woody Creek. Should you have any questions or concerns regarding the removal of the vehicle and piping, please let me know at your earliest convenience. Sincerely, By -t'anm 4444-Q o -kr cqn Gary L. Beach Principal 715 W. Main Suite 304 0222al.31 cc: Kelly Elliott Aspen, CO 81611 Tel (970) 925-3475 Fax 925-4754 FEB -01-2001 16:22 FROM: iarp� h ►-rol�u� TO:970 920 5077 P.002,005 ,b I?— Pitkin County r EnvirofiRVtaLffnU January 16, 2001 To: fl Aj 1=S1 N RE: I j fpjtz+- CC: Dear' This letter is to advise you that we have not been able to final the Individual Septic Disposal System (ISDS) permit for the above stated residence/property. It is of utmost importance for the Environmental Health Officer to final all ISDS permits once proper installation and required inspections are complete. We cannot sign the Certificate of Occupancy for this property without the "As Built" letter. It is mandatory that this office receive an "As Built" letter from the engineer who designed the system. An "As wilt" letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the "As .Built" letter or` - - --' This office must receive the "As Built" letter from the engineer Please contact me with any questions. Thank you, in advance, matter: Sincerely, Madelyn Blumenthal Pitkin County Environmental ,Health 0405 Castle Creek Road. Suite 10 Aspen, Colorado 8 161 1 . (970) 920-5070 fax 920-5077 www.pitkingov.rom N FEB -01-2001 16:22 FROM: A ��P;yq--e yid C k a, Y v o�/�s w r�d� �r TO:970 920 5077 • "=a P. 005,005 FEB -01-2001 16:22 FROM: r TO:970 920 5077 P.004,005 too 1 81911 _OPERATOR Jp CC)NrRACTIM 'F-�_INSTALLED BY �0C>kt~SS TY(,r: EC TES Oy )j;vc wo-r �Ld igmk `i"Wevn 's olrl p,;r'` F.;6 rra'I-er ASBUILT DATE "— 06 /I- 1�"SJR;Lc- �� wow ��-�.-•.�� wpgi„ FEB -01-2001 16;22 FROM: 0,jnefs Nume E Stutsman-Gerbaz Inc. 30376 Highway 82 Snowmass, Colorado 81654 Address "? t7 TO:970 920 5077 0 //-) q- 0-6 (ie mound, infiltrator, pump etc C. Dv — County Yards--_ Off permit each trench .)i pp� if any if) iW ltratols- cl;;wh Uf Vaoiches r i i a n k Baffle yes or 110 )nd lank Saffic yes or no A Sro Battle yes or no qzjilollto Pump— ;nd size of pump !0 i WMP )1P0 Lineal feet Vertical feet Diameter CA installer_ .3k) q / 6E4450 i of lospectol, j.'rovr.w. ii cis burit-1,'oiawing on the backside . .: .._tSIgi j oll .- May 16, 2002 Mr. Pat Fenton C/O Fenton Construction 117 S. Monarch St. Aspen, CO 81611 Re: Two Mile Ranch NOTICE OF VIOLATION Dear Mr. Fenton: As Building Official for Pitkin County, I am aware of development occurring at Two Mile Ranch without the benefit of permits issued by Pitkin County. Most recently, the Environmental Health Department cited you for installing a septic tank without an Individual Sewage Disposal System permit. It also appears that the trench associated with this system may be located outside of the approved building envelope. This is not the first development at the ranch to occur without permit. The construction staging area for the ranch, the little cabin next to homesite #6, and the granary, to name a few, were all constructed before permits were issued. Some were located outside of approved building envelopes. One Stop Work Order has been issued on this property and the City of Aspen has also issued one to Fenton Construction this month for work on 434 E. Cooper for work without a permit. This pattern of disregard for approvals is not acceptable. Therefore, be advised that no pending permits will be issued and no new permits will be accepted until all the following issues are resolved: 1. All building and construction activity envelopes on this parcel must be fenced with construction fencing. 2. The following concerns of the Environmental Health Department must be satisfied: a. A new Individual Sewage Disposal System (ISDS) permit application must be submitted for OWS 1. The application must be for the final design, i.e.the drip irrigation system. The design must address mitigation for the trench that was dug to divert groundwater from the illegally installed septic tank. No pending ISDS permits will be issued and no new ISDS permits will be accepted until the new permit for OWS1 is issued. b. No work on any septic system may be started until the septic system permit has been issued by Environmental Health. c. A copy of each septic system permit must be kept on-site during installation. • W 3. One representative shall be appointed by Fenton Construction who shall oversee and be responsible on behalf of Fenton Construction for all development activity on this parcel and who shall be available for all inspections. If any further activity occurs on this property in contravention of any permit requirements or of any contractor licensing regulations (Ordinance No. 55, Series 1999, Article 10), a Show Cause hearing will be held to consider suspension or revocation of License #4039. Also, the Temporary Certificate of Occupancy that was issued on April 27, 2001 for permit 41255.2000, has expired because the condition of issuance was not met by the August 2, 2001 deadline. Per County Ordinance No. 55, Series 1999, Sec. 2-10, occupancy of this dwelling is not permitted and therefore must be vacated by May 31, 2001. Finally, architectural offices are not a permitted use at the ranch and the offices located on this property must be removed no later than May 31, 2002. If you have any questions regarding the content of this letter, please contact me at 920-5101. Regards, Tony Fusaro Chief Building Official Pitkin County Cc: Stephen Kanipe, City of Aspen Chief Building Official Norm Marrah, Pitkin County Department of Environmental Health Joanna Schaffner, Pitkin County Zoning Officer Lance Clark, Pitkin County Assistant Director of Community Development Suzanne Wolff, Pitkin County Planner Bud Eylar, Pitkin County Engineer Sam Wyly, 300 Crescent Court #1000, Dallas, TX 75201 tonyf, 04:55 PM 05/14/2002, Fenton Violation Notice To: tonyf From: Nancy MacKenzie <nancym@ci.aspen.co.us> Subject: Fenton Violation Notice Cc: Bcc: Attached: I guess you could list these specific conditions that must be satisfied: 1) A new Individual Sewage Disposal System JSDS) permit application must be submitted for OWS1. The application must be for the final design, the drip irrigation system. The design must address mitigation for the trench that was dug to divert groundwater from the illegally installed septic tank. No pending ISDS permits will be issued and no new ISDS permits will be accepted until the new permit for OWS1 is issued. 2) No work on each septic system may be started until the septic permit is issued by Environmental Health. 3) A copy of each septic permit must be kept on-site during installation. Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> tonyf,11:09 AM 04/18/2002, Two -Mile Ranch To: tonyf From: Nancy MacKenzie <nancym@ci.aspen.co.us> Subject: Two -Mile Ranch Cc: Bcc: Attached: Tony, Two Mile Ranch installed septic tanks for the Agricultural site without a septic permit. While doing this they ran into a ground water problem and have dug a —300 ft run-off ditch to mitigate the flooding. This also was done without discussion with Environmental Health or without seeing if they were in compliance with their earthmoviM permit. Norm and I met with Joanna and Connie yesterday to discuss our options. The building permit file has several'Stoo Work" orders in it for this job. Joanna said their is something called a 'show/ cause' hearing that you have done before with Norris. We would like to discuss the possibility of doing this. Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> STANDARD BACTERIOLOGICAL WATER TEST ASPEN CONMMATED SANiTAT10N D15TRICT 04M SERVICE Cts DRIVE ASPEN, COLORAD081811 PM) M7202 PINS ID if LCML._ Sultgb Locafim k- i�C'�' 4�P' --A j Of SAMPLE TAKEN: {SATE � � a TtME 2T 110 p M AMy M R /�''77 ) 01LORINE t�UNTIY 1'�%t e` SAMPLER�� 14 RESIMAL MGIL ( ) 0oMWUMTY SUPPLY t ROUnNE DISTR13 TTION SYSTEM SUPPLY t I NON cokedUm n' f ) CHCCIC SAMPLE { } PROCESS WATER { I OTHER PUBLIC ( ) PIAW ( ) GROUND { SURFACE PRIVATE { 5PECULL PURPOSE SAMPLE -NOTE IF ALL BNORMATIM IS NOT SUPPLIED, THE SAMPLE WILL IE D19CARDED. REMARKS' RETURN T0--&Q—CA6—!:S� 49 M 1e •% ADDRESS 7/-9 Lid. MA i m CITY-STATE ,sJ�2e;tt f C x S� MSTRUCTXM ON BACK PAGE - ,r�•kj SEE REVERSE FOR TIME LI ITAT OM, SAMPLING INSTRUCTK)NS AND o(FlNIT1dN5. ffP ass L ArtalysE 1�rG .. eeea it Te 8F1 UNSUABLE FOR TEST MEMBRANE FILTER w DIRECT VERIFIED Q FECAL ABSENT PRESENT AaAffED COUNT: COLIFORMt100ML , LAVRYL SULFATE BROTH tu ••1 F- q Q r rN.'a f:. • ��_ �' • _ ,,;� Y'- ♦•� y •ri4;t`• •� ••r�•�.ir.W\:lam J �l:i �issX�,��•r4rx\�?• 'r^.Y,-��i����•♦..ii•�- „i„�Y�„•�,-l\.r•��.V•M1.n.•T,r ,Trrrr!•• 1Y.j•' • •I �•'.� _.f �r-'.�.'n'�.1���,•�.� �..l. ��Yw �V'. ' ' ... r zo STANDARD BACTERIOLOGICAL WATER TEST ASPEN CONMMATED SANiTAT10N D15TRICT 04M SERVICE Cts DRIVE ASPEN, COLORAD081811 PM) M7202 PINS ID if LCML._ Sultgb Locafim k- i�C'�' 4�P' --A j Of SAMPLE TAKEN: {SATE � � a TtME 2T 110 p M AMy M R /�''77 ) 01LORINE t�UNTIY 1'�%t e` SAMPLER�� 14 RESIMAL MGIL ( ) 0oMWUMTY SUPPLY t ROUnNE DISTR13 TTION SYSTEM SUPPLY t I NON cokedUm n' f ) CHCCIC SAMPLE { } PROCESS WATER { I OTHER PUBLIC ( ) PIAW ( ) GROUND { SURFACE PRIVATE { 5PECULL PURPOSE SAMPLE -NOTE IF ALL BNORMATIM IS NOT SUPPLIED, THE SAMPLE WILL IE D19CARDED. REMARKS' RETURN T0--&Q—CA6—!:S� 49 M 1e •% ADDRESS 7/-9 Lid. MA i m CITY-STATE ,sJ�2e;tt f C x S� MSTRUCTXM ON BACK PAGE - ,r�•kj SEE REVERSE FOR TIME LI ITAT OM, SAMPLING INSTRUCTK)NS AND o(FlNIT1dN5. ffP ass L ArtalysE 1�rG .. eeea it Te 8F1 UNSUABLE FOR TEST MEMBRANE FILTER w DIRECT VERIFIED Q FECAL ABSENT PRESENT AaAffED COUNT: COLIFORMt100ML �• LAVRYL SULFATE BROTH tu 24 F- q Q r 48 am MPN COLIFORWIM11L RESULTS WITH ONE OR MORE COLIFORMS PER100 ML INDICATE NON-COMPLIANCE o �a WITH MINIMUM DRINKING WATER STANDARDS. VU abed .`ZZ:91 10-9-unf •`BL�L9Z60LO !A;TTioe: ,ja:pma�sopA asov :A+9 �uaS 11 L 4 7" 0 M Es �\ i s^ _ _ � _ M w,.. .�._ �-.�+® _ r �_ .,. +N ,�." � � , � kY, 1 0 kitt, C7 C;H1 1RrH April 12, 2002 BEACH Environmental LLC 715 West Main, Suite 304 Aspen, Colorado 81611 Associates, Inc. ENGINEERS & GEOLOGISTS Subject: Setback Clarification TWO M11LE RANCH, OWS 1 Pitkin County, Colorado Job No. 13288W Gentlemen, As requested, we have evaluated the setback distance from Woody Creek to the proposed mound for OWS 1, in reference to our revised design dated March 13, 2002. Based on topographic positioning of the irrigation ditches, the mounded drain field and use of Advantex I secondary treatment with nitrogen reduction, we believe the setback distance can be reduced from 187 feet to 100 feet to down -gradient ditches and to 75 feet to up -gradient ditches. Contamination of the ditches and the creek by the OWS will be prevented. If there are questions or if we can be of further service, please call. The project manager is Tim Petz. Sincerely, CHURCH & AssociateCyG9e�`� . t� 172 t Edward O. Church, P.E. EOC/trp 2 copies sent Copy sent to APEHD, Attn: Nancy MacKenzie, via Priority Mail DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 373.616.1455 LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 August 10, 1999 ( , � dl.O I t, ASPEN • PITKIN ENVIRONMENTAL HEALTH DEPARTMENT We have been notified that you are going to install a Drip Irrigation sewage disposal system for your property and we want to be sure that you, the property owner, understand what this means. This is an alternative method of wastewater disposal not provided for in the Pitkin County Regulations. As such, it has been declared an experimental system and the installation of a total of eighteen such systems have been approved. Attached is a copy of Resolution #99-34 which was adopted by the Pitkin County. Board of Commissioners, acting as the Pitkin County Board of. Health. We request that you read the conditions of the resolution and sign the bottom of this letter stating that you understand these conditions. We have taken these precautions because Drip Irrigation is an experimental system in this area. Several hundred of these systems have been installed on the Eastern Slope. However, we do not have historical data to know how the system will perform at this altitude and in the extreme and varying weather conditions we experience. Some conditions that must be met before we can issue your septic permit are as follows: • If a "water balance " method of calculating waste load is applied, a monitoring plan must be submitted to determine saturation status of soils. After installation, you must provide a written report to this Department documenting maintenance on the system for a period of five years, and submit it to this Departmeit in Janu1�ch year, I understand Resolution #99-34 Address of Property 130 SOUTH GALENA STREET - ASPEN, COLORADO 81611-1975 • PHONE 970.920.5070 • FAx 970.920.5197 0 PENTON CONSTRUCTION, Inc. Tony Fusaro Aspen / Pitkin County Community Development 130 South Galena Street Aspen, CO 81611 May 22, 2002 Re: Two -Mile Ranch Schedule of Activity Dear Tony; n RECEIVED COMM'ONpV DEVELOPMENT I have reviewed the Two -Mile Ranch issues discussed during our May 201" meeting. Please review the following items with timeframes addressing requests from Planning & Zoning and Environmental Health Departments. In addition, we have concentrated on communication procedures with Two -Mile Ranch members and Community Development departments. Gary Beach's office will oversee all Environmental Health issues. Tim Malloy and Gary Beach will coordinate all land use approvals and communication to the field. Jeff Spalding will be the in -field contact for Fenton Construction and all construction related matters with the Building Department. Activity Items 1) Nancy McKenzie to review OWS #1 (Onsite Wastewater System) Final Design with Ditch De -Watering Plan: OWS #1 final design submitted to Nancy on Tuesday, May 21 by Tim Petz and Tim Malloy. Upon approval De -Watering Ditch pipes will be set and ditch will be backfilled per plan. Anticipating approval by Friday, May 24. 2) Amendment to 1041 Hazard Review addressing OWS #1, OWS #2, and OWS #3. Tim Malloy will submit amendment to 1041 Hazard Review pending additional site surveying. Surveying scheduled for week of May 26`h. Revised 1041 Hazard Review will define previously approved bridge envelopes, Hydro Building, and utility corridor. OWS #1 and OWS #2 will be excavated and installed upon approved OWS locations. Upon OWS #1 inspection and backfilling, Historic Log House temporary holding tank will be abandoned and TCO can be addressed with Environmental Health and Building Department. 3) Two -Mile Ranch Building and Activity Envelopes to be Delineated: Strawbales will be placed to establish all Two -Mile Ranch building and activity envelopes. If strawbales are not working properly orange fencing will be erected. 117 South Monarch Street, Aspen, CO 81611 Phone: 970-920-4623 Fax: 970-920-4629 FENTON CONSTRUCTION, Inc. 4) Two -Mile Ranch On -Site Architects: Tim Malloy will follow up with Joanna Schaffner on issues with architects working on-site. Tim will meet with Joanna week of May 26"'. 5) Two -Mile Ranch Potable Water System to be reviewed by Environmental Health: Gary Beach will assess design status of potable water system and submit system design to Nancy McKenzie for approval. Gary will submit design within two weeks. 6) Access Permit to Envelopes 9 & 10 to be reviewed by Planning and Bud Eylar: Fenton Construction will evaluate access options with Bud Eylar and submit to Planning. Fenton Construction will meet with Bud Eylar week of May 26`''. 7) Elliott and Acton Residence Permits on Hold: Building permits on hold will be lifted upon approval of OWS #1 design. Please call Jeff or myself with any questions. Thank you for your time in this matter. Pat - cell: 948-5190, office: 920-4623 Jeff - cell: 948-2880, office: 920-4623, Two -Mile Ranch: 922-0150 Sin erely ?Ir___ Pat Fenton cc: Joanna Schaffner Lance Clarke Nancy McKenzie 117 South Monarch Street, Aspen, CO 81611 Phone: 970-920-4623 Fax: 970-920-4629 APR -17-2002 WED 05:23 PM FAX N0. • FENTON CONSTRUCTION, Inc. Joanna Schaffner Pitkin County Planning & Zoning 130 South Galena Street Aspcn, CO. 81611 April 16, 2002 12e: Two -Mile Ranch Run-off ditch behind Ag. Barn Dear Joanna; I have been discussing septic tank permitting issues for the Two -Mile Ranch village core with Nancy McKenric. It appears we have installed our septic tanks prematurely due to a lack of communication on the final design approvals. I am following up with Nancy on this issue. On another note, we excavated a run-off ditch last Friday, April 12"' that Nancy has seen and has concerns with. After analyzing the ditch further and listening to Nancy's comments I am not sure if we are in compliance with our current earthmoving permits and approvals. So I would like to get your comments on the situation and explain why the ditch was excavated. Over the last couple of weeks with the spring run-off increasing and our water table rising we have had immense flooding in the open hole where the septic tanks are placed. Tlus hole is in a high water table arca. In addition the gravel bed under our utility corridor piping is acting like a French Drain for the ground water and is creating additional water runoff and massive ponding in this area. We have tried pumping the water from this area but this would not keep the flooding down. The run-off ditch was trenched approximately 300 feet West to an existing agricultural irrigation ditch to mitigate the flooding. We felt this was the most logical solution to solve the flooding problem. I lowever, if we are not in compliance with our approvals or we can do anything differently to make you and Nancy more comfortable please let me know. Also, Gary Beach from Beach Environmental is designing piping for the run-off water so the ditch can be covered up. We are not proceeding with any more work until we have further direction from you or Nancy. Thank you for you cooperation concerning this matter. Sincerely, /J, Spalding Fenton Construction U. P. 01 RECEIVED 117 South Monarch Street. Aspen, CO 81611 ASFtir rid APR 7. 6 202 0 0 PhoneNIN : COMMUNITY DEVELOPMENT Fax" 970-920-4629 i CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS September 9, 2002 BEACH Environmental LLC 715 West Main, Suite 304 Aspen, Colorado 81611 Subject: Installation Observation TWO MILE RANCH, OWS #1 Pitkin County, Colorado Job No. 13288W Gentlemen, As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on August 30 and September 5, 2002. The system was designed under our Job No. 13288W, dated July 31, 2001 and revised on May 10, 2002. The system includes the installation of two 1500 -gallon, single -compartment, precast concrete septic tanks with dual effluent pumps and a recirculating splitter valve in the second tank. A three -outlet automatic distributing valve and three AdvanTexTM AX -20 pods were installed in series with the septic tanks followed by a 500 -gallon lift station with dual effluent pumps. 6000 square feet of drip irrigation drain field was installed in 8 sections. The drain field was installed to fit topography and to preserve native vegetation. An as -built drawing is included as Figure 1. The pump and alarm were in place at the time of our last site visit. The construction foreman may activate pumping system at his discretion. The components of the OWS were installed in conformance with our plans and specifications. If there are questions or if we may be of further service, please call. Sincerely, CHURCH & Associates, Inc. Timothy R. Petz Project Manager TRP/erb Reviewed by Edward O. Church, P.E. 2 copies sent via FedEx RECEIVED Copy to PCEHD, Attn: Nancy MacKenzie Copy to: Fenton Construction, ATTN: Pat Fenton, 117 South Monarch, Aspen, CO 81AP 13 2002 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CAS RL7 35e 303.463.9317 Fax: 303.463.9321 EN�5'sTFI WESTERN SLOPE 970.948.5803 H. OWS TWO MILE RANC S 230 T 9 S, R 85 W PITKIN COUNTY, COLORADO OBSERVAT VENT PIPE 8 10'X 75' SECTIONS OF DRIP IRRIGATION FIELD FOR A TOTAL OF 6000 SF OF INFILTRATIVE ARE 2" PURE CORE - PUMP LINE TWO 1500 -GALLON, SINGLE -COMPARTMENT, PR1�CA; CONCRETE SEPTIC TANKS CONNECTED MID-TANK\V DUAL ALTERNATING PUMPS, ONE THREk OUTLET ' AUTOMATIC DISTRIBUTING VALVE, ANDPO EE ADV AX -20 ADVANCED TREATMENT SYSTEM FOLL BY ONE 500 -GALLON LIFT STATION PVU WITH AI ALTERNATING PUMPS TO DRIP FIELD ION VALVES AS -BUILT DRAWING [1, LINE 0 SCALE 1.0 ACRE o ' BUILDING ENV ELOPE o C3 o ti f 4" SEWER L INLET AGRICULTURAL BARN 9/09/02 FIGURE 1 n CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS April 30, 2002 Fenton Construction Attn: Jeff Spalding 117 South Monarch Street Aspen, Colorado 81611 Subject: Septic Tank Installation Observation and Dewatering Ditch Clarification TWO MILE RANCH, OWS 1 Pitkin County, Colorado Job No. 13288W Gentlemen, As requested, we have observed the installation of the septic tanks for onsite wastewater system 1 (OWS 1) at the Wyly Ranch. We are also commenting on the dewatering ditch installed for the septic tanks. A 2000 -gallon and 1500 -gallon single -compartment precast concrete tanks have been installed as required by our revised design dated March 13, 2002. The tanks have been installed in conformance with the design plans. Due to ground water, the tanks have been weighted with concrete `deadmen' to prevent flotation. Two concrete `deadmen' were placed on the 1500 -gallon tank and three concrete `deadmen' were placed on the 2000 -gallon septic tank. Each `deadman' is 2 feet x 2 feet x four feet, and weigh 3600 lbs. This is adequate weight to prevent flotation. Calculations are presented as Figure 1. A dewatering ditch has been installed to lower the ground water table in the area of the septic tanks. In addition to design specifications provided by Pinacle Design Consulting Group, Inc., the perforated HDPE four -inch pipe should be a minimum of 10 feet away from concrete septic tank. The area between the HDPE pipe and the concrete tank should be backfilled with crushed rock. This ditch will not effect the performance of the OWS nor will the OWS contaminate the irrigation ditch. If there are questions or if we can be of further service, please call. The project manager is Tim Petz. CHURCH & Associates, Inc. Edward O. Church, P.E. EOC/trp 2 copies sent, via FED EX Copy to Beach Environmental, 715 West Main Street, Suite 304, Aspen CO 81611 Fax copy to Jeff Spalding, 970-920-4629 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303. LOVELAND 970.663663.1455 .2124 WESTERN SLOPE 970.948.5803 go BUOYANCY CALCULATIONS FOR WYLY OWS 1 Bouyancy Calculation - Force = Gallons * 8.34(10s/gal) Concrete Anchors/Deadman Each Block = 2 feet x 2 feet x 6 feet = 24 cubic feet x 150 lbs/ft3 = 3600 lbs 2000 -Gallon Concrete Septic Tank = 20,261 lbs Resist Flotation 20,261 lbs (tank)+ 10,800 lbs (3 x deadmen)= 31,061 lbs Buoyancy Force = 8.34 x 2000 = 16,680 lbs = Factor of Safety = 1.82 1500 -Gallon Concrete Septic Tank = 17000 lbs Resist Flotation = 17,OOOlbs (tank)+ 7200 lbs (2 x deadmen)= 24,200 lbs Buoyancy Force = 8.34 x 1500 = 12,510 lbs = Factor of Safety = 1.93 Job No. 13288W Figure 1 14 04/113/1bb1 bpi: b4 A y 10132:i'3' N1NNAULL DE5iIUN HAUL J1/a1 CHURCH May 10, 2002 BEACH Environmental LLC 715 West Main, Suite 304 Aspen, Colorado 81611 Associates, ENGINEERS & GEOLOGISTS Subject: Subsurface Investigation and OWS Design TWO MILE RANCH, OWS 1 Pitkin County, Colorado Job No. 13288W Gentlemen, As requested, we have investigated subsurface conditions and prepared a revised onsite wastewater system (OWS) design for the site. The revisions are -based on a new location of the drip irrigation drain field from our original drip design, dated July 31, 2001. Our firm investigated subsurface conditions on July 25, 2001, September 26, 2001, and May 8, 2001. SITE CONDITIONS The investigated site includes three building envelopes at the Two Mile Ranch as indicated on Figure 1. The subject site is located in a rural mountain area where OWS and wells are required. The site slopes moderately to the southeast. There is a good cover of native grasses at the proposed field location. PROPOSED CONSTRUCTION The site includes three building envelopes, which are 1 -acre, 1 -acre and 0.5 -acre in size as presented on Figures 1 and 2. OWS 1 will serve four buildings within the three building envelopes. The average daily sewage load is 1550 gallons per day (GPD) as presented in TABLE I below per Pitkin County Environmental Health Department (PCEHD) regulations. The peak loading is 2712.5 GPD. OWS 1 provides an ISDS to the Historic House, which is presently on a vault. The remaining structures do not have specific plans, but the proposed water flows are conservative based on planned uses. The drain field is proposed to the northwest of the Agricultural (Ag) Barn, which will be 300 feet from Woody Creek and 200 feet from an irrigation lateral. The property will be served water by several onsite wells. Water is collected and treated before distribution to individual structures. TABLE I SUMMARY OF WASTEWATER LOADING STRUCTURE AREA, SF BEDROOMS AVERAGE q, GPD PEAK Q, GPD Ag Barn 3600 0 400 700 Historic House 2000 3 600 1050 Granary 900 0 150 262.5 Natel Cabin 450 0 400 700 TOTAL n.a. n.a. 1550 GPD 2712.5 GPD DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 303.463.9317 Fax: 303.463.9321 LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 Revised OWS Design Job No. 13288W, 5/10/02 Page 2 OWS 1 is proposed to include "secondary" treatment. A distance of 237 feet is required between the field and well per PCEHD regulations and 187 feet to creeks for the 2712.5 GPD wastewater flow. Based on our design utilizing "secondary" treatment, evaluation of risk of contamination of surface water and ground water, it is not necessary to add eight feet additional distance for each 100 gallons of wastewater per day of design flow over 1000 gallons per day, as specified in the table to prevent contamination. A 125 -foot separation between the proposed absorption area, surface water or ground water is appropriate to prevent contamination. The owners have requested that PVC pipe not be used in construction at the property. HDPE pipe has been substituted for PVC in specifications. In several details we have not changed the PVC description, but we have requested PVC components to be substituted with HDPE. SUBSURFACE CONDITIONS Subsurface conditions were investigated by excavating 2 test pits and 11 percolation holes, 12 to 31 inches deep, at the locations indicated on Figure 2. Subsurface materials consisted of 1 foot of silty sand topsoil underlain to 10 feet by reddish brown silty sand with random cobbles. Free water was encountered at 6 to 7 feet in June of 2001, when the profile pits were excavated. The test pits were filled because of safety concerns, but will be opened as requested. In April 2002 additional borings were drilled to determine the depth to ground water. The results of monitoring indicate ground water at 7 feet to greater than 10 feet in the proposed drain field area. The drip irrigation drain field can be installed at a depth of 8 to 20 inches to maintain 4 feet to water. Percolation tests indicate percolation rates of 7 to 40 minutes per inch (MPI). Percolation rates furthest from the creek and in closest proximity to the proposed drain field were considered. The average percolation rate is 18.5 MPI. EXPF,RIMENTAL DRIP IRRIGATION SYSTEM The proposed drip irrigation (shallow trench) OWS has been authorized as an experimental OWS in Pitkin County. As a part of the authorization, there are conditions, which are not typical of other permits in Pitkin County. The conditions include: a. the applicant must commit to follow recommendations of the Department and the design engineer, b. a backup system design is required, c. monitoring of soil saturation and an annual report is required and must be reported for 5 years, d. the site must be reviewed for solar and wind exposure. You will have to agree to the following conditions: 1. you must agree to the terms of the permit; 2. a backup design is an ETA bed design in the same area and 3. monitoring as described later in this letter will be required which will include an annual report as described in Item C. The site has been reviewed as described under Site Conditions and found suitable for installation of a drip -irrigation OWS. Twelve shallow trench drip irrigation systems have been installed and are performing properly in Pitkin County, so we do not anticipate problems with installation or performance ofthe OWS. There are 3500+ successful drip irrigation OWS operating in Colorado. It is our understanding the experimental status of drip irrigation OWS is being reviewed by PCEHD staff. We have discussed the status with them and hopefully experimental requirements will not apply to this application. Typically drip irrigation systems are installed where there is poor percolatiQn. Because good percolation rates were found at this site a backup drain field design was not prepared. A backup field could be chamber trenches. RECOMMENDATIONS The results of our investigation indicate an OWS can be installed at the location presented on Figures 1 and 2. The OWS design is based on an average daily sewage load of 1550 GPD and an application rate Revised OWS Design Job No. 13288W, 5/10/02 Page 3 of 0.46 GAL/SF/DAY with an advanced treatment system and a drip -irrigation drain field. A 1000 -gallon septic tank is proposed adjacent to the granary and 3000 gallons of septic tank capacity adjacent to the Agricultural Barn. The advanced treatment installation includes two 1500 -gallon (total 3000 gallons), one - compartment concrete septic tanks, with an AdvanTex1m AX20 Treatment System, as presented on Figure 3. Discharge is via a 500 -gallon tank with a pump vault unit (PVLi) with dual pumps, as presented on Figures 4 and 5. Similar to a recirculating sand filter, the AdvanTexT"" system provides treatment of nutrients (total suspended solids and BODS) and nitrate reduction using effluent recirculation through a textile media -filled pods. The AdvanTexTm units treat the eluent before being discharged to the drain field by a dosing -pump. A service contract is recommended for operation and maintenance of the advanced treatment system. Our design includes the installation of 6000 square feet of drip -irrigation field. The drain field installation should include 6000 SF of drip -irrigation field in 8 sections as presented on Figures 2 and 6_ The drip irrigation field configuration can be modified to fit the topography with prior approval of our office. The trenches should be backfilled to re-establish the original slope. The installation is presented with a trencher. The surface of the drip irrigation or ETA field should be seeded after installation of the system. A native seed mix available at seed stores should be used. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the field. INSTALLATION OBSERVATIONS The installation of the OWS is to be observed by the design engineer. We will verify field depth, separation distances and subsurface conditions. The septic tank and AdvanTexT" units are to be installed with risers on the tank, and inlet and outlet connections properly bedded. Other components such as effluent filters or pumping systems, as applicable, will be observed at that time. OPERATION AND MAINTENANCE The AdvanTexTM treatment system is sold as a package that includes component installation and two years of operation and maintenance. An operation and maintenance contract should exist at all times with a certified Adva.nTexTM maintenance company. During the first month of operation, the system is to be observed to ensure proper control settings and system "start up". Subsequent to system "start up" a semi- annual observation is to be performed. During the semi-annual observations, septic tank sludge and scum accumulation is to be measured and septage pumping arranged as necessary. The treatment system compo- nents are to be cleaned in accordance with the manufacturer's recommendations. Effluent quality is to be observed to confirm a clear, odorless effluent is discharged to the drain field. The dosing system is to be observed to verify its operation. The surface area over the drain field is to be observed for indications of effluent surfacing. Liquid levels in the field are to be measured and recorded. The owner must realize an OWS is different from public sewer service. The owner must be aware of, and assume responsibility for, ongoing maintenance of the system. In the absence of a monitoring program, the septic tank should be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping. There are daily considerations such as not putting plastic or other nonbiodegradable materials into the septic system. Garbage disposal use should be minimized to reduce the frequency of pumping. Water use 11 Revised OWS Design Job No. 13288W, 5/10/02 Page 4 must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a flowing toilet can use in excess of 1000 GPD. An additional 1000 GPD loading may flood and irreparably harm the system- - We caution against the installation of a water softener. The hydraulic loading from the backwash of a water softener is detrimental to an OWS and a separate drywell should be constructed for the backwash waste, if a softener is installed. No landscaping or plastic can be used over the field, which will reduce performance of the field. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. The design of the OWS is based on the treatment of domestic sewage only. No industrial or hazardous wastes should be introduced into the OWS. Floor drains should not discharge into the OWS. As a part of the experimental permit, there are conditions imposed by the PCEHD. The differences from other installations are the requirements for monitoring of the installation of the drip -irrigation system. These may be required because of a prior experience in Pitkin County with experimental systems. Drip -irrigation systems have been installed in Pitkin County and there have been no problems. We anticipate the annual reporting will be a requirement for five years and the cost is estimated to be $200.00 per year if the experimental status is required. LEWrATIONS Our investigation, layout, design, and recommendations are based on data submitted. If conditions dif- ferent from those described in this report are encountered, we should be called to observe the conditions. If proposed construction is changed, we should be notified to evaluate the effect of the changes on the wastewater system. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to be by an experience installed and is to have demonstrated knowledge of the ISDS regulations and requirements. Sincerely, y� 1 S f,7, ,•�� �L. tJ .'D f CHURCH & Asso s; 1116. c e " �� nT j 9 4 Edward O. Church, P. EOC/trp/erb 5 copies delivered by Tim Petz Copy to Pitkin County Community Development, ATTN: Suzanne Wolf 130 South Galena Aspen, CO 81611 IIZ TWO MILE RANCH S 23, T 9 S, R 85 W,_.� .` , PITKIN COUNTY, COLORADO 1 -I SEE FIGURE 2 ABONI ISTORI AGRICULTURAL BARN A \ JOB NO. 13288W n OF PA1dMMENT WOODY .% WAU (( HISTORI .r HOUSE 1.0 ACRE 3UILDING EXISTING WATER TREATMENT FACILITY —ON, SINGLE—COMPARTMENT, CONCRETE SEPTIC TANK tOQ YEA FLOODP IN 1 70 9 SITE PLAN' COUNTY ROAD SETBACK F.O.W. SCALE 1,=6a rITER c€'�NE Z , STONE IN PI AC i S W CONTOUR INTERVAL = 2 FEET NN f'f 4" SCH 40 HDPE SEWER LIN t3 s >C, 0.5 ENS 0 1 0 X _( i NATAL WATEF CREEK Y 4500' 5/10/0--; REVISED FIGURE 1 • -_--:TWO MILE RANCH S23,T9S, R85W PITKIN COUNTY, COLO PROFILE \� PI: 2 0 �0 8 10' X 75' SECTIONS OF DRIP IRRIGATION FIELD FOR A TOTAL �``' OF 6000 SF OF INFILTRATIVE AREA - SEE FIGURE 6 JOB NO. 13288W DITCH TO BE MITIGATED ABACK DISTRIBUTION VALVES P -C ut��R 2" HDPE -- PUMP LINE AREA OF DISTURBANCE FOR DRAIN PIPE WOODY CREEK ROAD r----------- PRO PERTY -PROPERTY LINE SCALE 1"=30' r ,\ CONTOUR INTERVAL .__------ .____ - 2 FEET / SEE ADVANTEXTM TREATMENT r� SYSTEM DETAIL - FIGURE 5 1I TWO 1500-GA_I�LQk _ SINGLE-COMPA[ TT t+T-1 PRECAST C,3 C ' CONCRETE SEPTIC TANKS CONNECTED-�_ MID -TANK WITH DUAL ALTERNATING P-3 PROFILE PIT I - PUMPS, ONE THREE OUTLET AUTOMATIC DISTRIBUTING VALVE, AND o AN ADVANTEXTM TREATMENT SYSTEM P-4 FOLLOWED BY ONE 500 -GALLON LIFT P-2 STATION PVU WITH DUAL U' ALTERNATING PUMPS TO DRIP FIELD 0 P -I SITE PLAN, LOCATION OF PERCOLATION HOLES, AND LOCATION OF PROPOSED OWS AGRICULTURAL BARN lQ/T SED CORRIDo HIN ID , of 7-6p S wER A �s FA 4" SCH 40 HDPE SEWER LINE I 5/10/02 REVISED FIGURE 2 AdvanTex"m- AX20 System for Qpd = 3,000 gpd General Notes Residential Strength Wastewater BOD: 200 mg/L Grease & Oil: 20 mg/L • Qpd = 3,000 gpd • Q, =1,500 gpd Commercial High Strength Wastewater BOD: 300 mga.+ Grease & Oil: 25 mg/L,+ • Qpd = 1,800 gpd • Q, =1,000 gpd Two 1500 -GALLON, SINGLE-COMARTMENT, PRECAST CONCRETE RmRcuurw TANKS AND ONE 500 -GALLON LIFT STATION JOB NO. 13288 m Line 5110102 FIGURE 3 8 Eca 0 ?IA. -NOR A %7q; imp 0— o :z Cn .C: im :zt .9= .2 CL CL Q E co C/3 / E _ a- =3 i. - rt^j' W =3 H� W CD 0 C V "5 - CD m cn U QC V T CL C C7 E co CL E 8 m m 05 C Q V O 0 0 T wv E m co !W 04-1 P o c E Z m $ � 6 $ N 2F E; CL w � - a; in 'Go E co C/3 / E _ a- =3 i. - rt^j' W =3 H� W CD 0 C V "5 - CD m cn U QC V T CL C C7 E co CL E 8 m m 05 C Q V O 0 0 T wv E m co !W 04-1 P N d' O CC 5 0 U- n rn Oct N tt') .;d c � c V a CD N w C7 c r al /Ory C Z aX o c � 0 CL E >a CL d E > CLd rte+ C D- CL d. U m �. u .. w c •D � m O .Oc a O N = 0 m N d' O CC 5 0 U- n rn Oct N tt') .;d c � c V a CD N w C7 c r al /Ory C Z aX E N CD N �L AW W L Z L Jo C 0 d ca C. E CL Pai-`(Hal) D"H olrueuAa letol TYPICAL PLAN VIEW DISTRIBUTION VALVES 2" BALL VALVES HEADER LEVEL MANIFOLD EFFLUENT PUMP UNE WITH PRESSURE RELEASE VALVE AT HIGH POINT TYPICAL FIELD CROSS-SECTION NO. LENGTH WIDTH LINES 8 75 10 5 2" PVC VENT PIPE 2' SPACING SECTION 2" HDPE 10" IRRIGATION VENT PIPE SPECIFICATIONS AND DESIGN CALCULATIONS TREATMENT/UNIT 1. ONE 1000 -GALLON, SINGLE -COMPARTMENT, RECAST CONCRETE SEPTIC TANK PLUS TWO 500 -GALLON, SINGLE -COMPARTMENT, PRECAST CONCRETE SEPTIC TANKS WITH ADVANTEX- TREATMENT SYSTEM FOLLOWED BY ONE 500 -GALLON LIFT STATION PVU WITH DUAL ALTERNATING PUMPS 2. PUMP: SEE FIGURE 5 3. ALARM/CONTROL PANEL LOCATION AT OWNERS REQUEST 4. PRESSURE RELEASE VALVE AT HIGH POINT 5. DRAINBACK TO LIFT STATION AND FIELD DISTRIBUTION FIELD =ACE =-RSAL 1. OWS: SEE TABLE 1 OF REPORT 2. SEWAGE LOADING = Q = 2712.5 GPD 3. PERCOLATION RATE = 18.5 MPI 4. APPLICATION RATE = R = 0.46 GAL/SF/DAY 5. AREA = (Q/R) = 5897 SF 6. PROPOSED FIELD AREA = 6000 SF 7. LINEAL FEET = 3000 8. TRENCH WIDTH = 8 INCHES 9. LANDSCAPING IS THE RESPONSIBILITY OF THE OWNER 5/10/02 JOB NO. 13288W TRENCH DETAILS REVISED FIGURE 6 11 Profile: FIGURE 7 - PERCOLATION TEST RESULTS Two Mile Ranch DATE OF TEST: 7125101 S23,T9S,R85W Pitkin County, Colorado feet description 0 - 1 Silty sand topsoil 1 -10 Silty sand and gravel GROUND WATER WAS ENCOUNTERED AT 7 FEET AVG. HOLE DEPTH TIME DEPTH DEPTH CHANGE INTERVAL HOLE OF HOLE, INTERVAL START, END, PERC FERC. NUMBER (INCHES) (MINUTES) (INCHES) (INCHES) (INCHES) RATE (MPI) RATE, IMPi1 1 20 20 3.00 6.75 3.75 5 20 3.00 5.25 2.25 9 20 2.63 4.75 2.13 9 20 4.75 6.25 1.50 13 20 2.63 4.50 1.88 11 20 4.50 5.88 1.38 15 15 3 17.5 20 8.75 14.00 5.25 4 20 14.00 16.00 2.00 10 20 7.50 11.25 3.75 5 20 11.25 13.88 2.63 8 20 13.88 15.38 1.50 13 20 15.38 16.38 1.00 20 20 Job No. 13288W Profile: FIGURE 7 (CONT) - PERCOLATION TEST RESULTS Two Mile Ranch S23,T9S,R85W Pitkin County, Colorado DATE OF TEST: 7125101 feet description 0 - 1 ISilty sand topsail 1 -10 Silty sand and gravel GROUND WATER WAS ENCOUNTERED AT 7 -FEET AVG. HOLE DEPTH TIME DEPTH DEPTH CHANGE, INTERVAL HOLE NUMBER OF HOLE, INTERVAL START, END, (INCHES) PERC PERC. (INCHES) (MINUTES) (INCHES) (INCHES) RATE (MPI) RATE, tMPll 5 12 20 6.13 11.00 4.88 4 20 3.00 7.38 4.38 5 20 7.38 12.00 4.63 4 20 3.38 6.13 1 2.75 7 20 6.13 7.88 1.75 11 20 7.88 9.63 1.75 11 11 z j ,^:N'rc,ri'1ba'-aaTAwa;az"ii�+.,.s..,s.w`sF`.s�&�:r"3.. Job No. 13288W PRO -1: FIGURE 7 (CONT) - PERCOLATION TEST RESULTS Two Mite Ranch Pitkin County, Colorado DATE OF TEST: 5/0$102 feet description VO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION 9 18 15 AVG. INTERVAL DEPTH TIME DEPTH DEPTH HOLE HOLE CHANGE, PERC. OF HOLE, INTERVAL, START, END, pERC. NUMBER (INCHES) RATE (INCHES) (MINUTES) (INCHES) (INCHES) RATE, (MPI) (MPII 9 18 15 10.25 12.25 2.00 8 15 12.25 13.25 1.00 15 15 13.25 14.25 1.00 15 15 8.88 10.25 1.38 11 15 10.25 11.38 1.13 13 15 11.38 12.38 1.00 15 15 12.38 1325 0.88 17 15 13.25 14.13 0.88 17 17 10 18 15 11.13 16.63 5.50 3 15 9.25 11.13 1.88 8 15 11.13 12.25 1.13 13 15 12.25 13.00 0.75 20 15 13.00 13.75 0.75 20 15 13.75 14.38 0.63 24 15 14.38 14.88 0.50 30 15 14.88 15.38 0.50 30 30 11 20 15 14.50 15.63 1.13 13 15 15.63 16.13 0.50 -30 15 11.38 12.88 1.50 10 15 12.88 13.63 0.75 20 15 13.63 14.38 0.75 20 15 14.38 14.88 0.50 30 15 14.88 15.38 0.50 30 15 15.38 15.88 0.50 30 30 � PER��IAYfiOfi� RAVE (7�IPI: �� 5 �, JOB NO. 13288W PENTON CONSTRUCTION, Inc. Joanna Schaffner Pitkin County Planning & Zoning 130 South Galena Street Aspen, CO. 81611 April 29, 2002 Re: Two -Mile Ranch De -Watering Plan Dear Joanna; Please find attached De -Watering Plan for the septic tank ponding issue at Two-mile Ranch. Pinnacle Design has engineered the system to mitigate the flooding problem with two 4" HDPE pipes. The drainage pipes start 2-'/z ft. below the top of the septic tanks and run to the existing irrigation ditch with an average grade change of 1.04%. Gary Beach of Beach Environmental has reviewed the design and recommends we install a check valve in the 4" drainage pipes to prevent any ditch water from entering the pipe. We will incorporate this into the design as well. Please give me a call with any questions at 920-4623 or 948-2880. Thank you for your time concerning this matter. Sincerely, jedkalding Fenton Construction 117 South Monarch Street, Aspen, CO 81611 Phone: 970-920-4623 Fax: 970-920-4629 04/1y/2001 U8:54 y/0y13" 1 NINNAC;LE DEbIUN NAUE 01/01 7.777'7q. F4 J u L t , 2000 Beach Environmental, LLC ENVIRONMENTAL HEALTH ASPEN / PMN July 20, 2000 Carla Block Pitkin County Environmental Health Dept. 130 S. Galena Street Aspen, CO 81611 Re: Two Mile Ranch Building Permit Dear Carla: I am enclosing a completed application for an Individual Sewage Disposal System with a check in the amount of $110.00. Pursuant to our conversation last Friday, we completed a series of percolation holes but encountered groundwater at 48". Consequently, it is our intent to proceed as agreed, with the installation of a -2;000 gallon tank (see drawing attached to submitted application) which will collect all wastewater from the historic log home. This tank will be located in a relatively flat area within the approved building envelope and will serve as a holding vessel until such time as we complete, submit and receive approvals for an engineered residential waste water treatment facility to be constructed on the Two Mile Ranch property. It is proposed that this facility will ultimately receive and treat all effluent from the restored log home. With regard to domestic water supply, we have drilled a well under state permit no. 225395 to a depth of 298 feet. This well is exempt from administration pursuant to C.R.S. 37-92-602(3)(b)(II)(A) and may be used as a primary water supply for up to three single family homes and up to one acre of lawns and gardens. For your convenience, I have included a copy of the well permit within the application. The well was drilled by Shelton Drilling Company through sandstone and shale formations and completed in Pennsylvania sandstone. Water was encountered at 270 feet and rose to 12 feet within 40 minutes. The well is cased with 7" steel casing and a pump has been set at 290 feet. The water quality was tested by Grand Junction Laboratories and with proper treatment to reduce sodium (Na), sulfates (SO4), dissolved solids and turbidity to within state guidelines. A pump was set by Samuelson Pump Company and the well was tested on April 3, 2000 for reliable yield by Beach Environmental, LC. The well produced in excess of 15 gallons per minute during testing where the static water level of the well at the commencement of the test was 4.41 feet and draw down was relatively slow. After 260 minutes of pumping the static water level decreased to 13.59 feet (9.08"dd). 715 W. Main At the cessation of the test, the well recovered to 5.1 feet (94%) within 60 minutes Suite 304 and to 4.6 feet within 24 hours. Aspen, CO 81611 Tel (970) 925-3475 Fax 925-4754 BEACH ENVIRONMENTAL, LLC Page 2 July 20, 2000 This potable well is up gradient and more than 150 feet from the proposed septic tank location. The well lies within the two acre building envelope, is beyond required setback limits for all water ways, ditches, lakes, ponds and other water systems and does not lie within the 100 year floodplain. It is also beyond required setbacks for existing septic systems on the ranch property and adjacent properties. I believe the application is complete to our verbal agreement last Friday but should you require any additional information, please feel free to contact me through my office or call Holly Hamilton at 927-0667. Thank you in advance for your time and considerations. Sincerely, By- G Be ch, CES, RWS Principa 0222a1.26 cc: TMRMT DWArchitect JUL-20-2000 13:49 H—P GFOTECH July 19, 2000 Beach Environmental Attn: Gary Beach 715 West Main, Solite 304 Aspen, Colorado 81611 Hepworth-Pawlak Geotechnical, Ine. 5020 County Road 154 Glenwood Springs, Colorado 8160.1 Phone -970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Jab No. 100 582 Subject: percolation 'resting, Flying Elk Ranch, Woody Creek Road, Pitkin County, Colorado Dear Mr. Beach: P. 02/03 As requested by Holly Hamilton with Dcnnis Wedlick Architects, Hepworth - Pawlak Geotechnical, Inc., initiated percolation testing at the subject site. The work was done in accordance with our agreement for Professional Services to you, dated July 14, 2000. A profile pit was excavated on July 17, 2000 at the location shown on Fig. I - The subsoils exposed in the profile pit consisted of about 1. foot of topsoil overlying silty sand to 3V2 feet and sandy gravel with cobbles to the bottom pit depth of 5 feet- Free water was observed in the pit at a depth of 4 feet. Percolation test holes were hand dug near the profile pit on July 18, 2000 and soaked for percolation testing the next day. After preparation of the test holes, Ms- Hamilton requested we ten -nitrate our work and issue our findings to date. Based on the subsurface conditions encountered, we recommend the septic disposal system be designed by a professional civil engineer. if you have any questions oz need further assistance, please call our office. Sincerely, HEPWOWH - PAWLAK GEOTECHNICAL, INC. Louis E. Eller Rev- By: SLP LEE/ksm attachments cc: Wedlick Architects - Attn: Holly Hamilton JUL-20-2000 13:49 H -P GEOTECH APPROXIMATE. SCALE l" = 40, ~ ` �p cR�k 'OAD FLYING ELK RANCH �. / EXISTING P RESIDENCE PROFILE P 2A PIT / © �'- �/ EXISTING L. P 3 DRIVEWAY `A LL P. 03/03 100 582 HE WORTINIC�IL, NAC. I LOCATION 0E PERCOLATION TEST HOLES -I— Firs.. 1 TnTAI P - :-i- JUL-19-00 WED 04:07 PM HIGH rIUNTRY ENGINEERING ,YfJI3 - !,. ,a7 1110 i 7 l i e C CLONU COMORF.Trz K Y �u�xv,ru.wwnwyws+,wF� , 2000 gal re -VI Ud 1997 FAX N0. 970 P` ; 2555 P. 02/02 gC062 do P. 00 "PRAISE TIIE LORD" CIFELAIN 28803 U.S. HWY. 6 & 74 1303) 625.1112 pc 12' C11CrETE Rale. CO 61650 r . T 17"'x 1311 "}rr-- - _ 20" d14. 5 1 10 0" diu. 61610 ...,W�_�.�....,�.,M.�...-...rte.,.«..-..,..-..�,. �^- 0.. I tufa zrannier r,. 71 hN 2' i01 CioUl C.F. �QQO i�allcn tura piece septle tank_ The bottola and Sidon era Ioli1forci� d with 4-6 10-10 mesh plus #3 rebar in the bottom and corners_ Top lotnturc:ed wttli 6-6 6-6 wire mosh as well as #3 rebar. ti1qJtnq 5P>,C10t 13' lona x 7'6" wido. From tale out3lde bottom to the [eater at tho islet hole is 4'10" outlet 1% 3'' lower Pg - 36 5'8" Samwyly June 27, 2000 Pitkin County All Departments 130 South Galena Street Aspen, CO 81611 RE: Agency Authorization Dear Sir or Madam: This letter is to confirm that Gary L. Beach of Beach Environmental, LLC, 715 West Main Street, Suite 304, Aspen, Colorado 81611 (telephone 970/925-3475), is authorized to act as my agent and to represent my interests in matters, applications and permits relating to construction, land use, utilities and infrastructures for Two Mile Ranch Management Trust's 244 acre ranch in Sections 23 and 24 of Township 9 South, Ranch 85 West and Sections 19 and 30 in T9S R84W of the 6"' P.M. in Pitkin County, Colorado. Two Mile Ranch Management Trust 300 Crescent Court, Suite 1000 Dallas, Texas 75201 PI Sam Sam Wyly, Trustee SW/sh 300 Crescent. Court, Suite 1000, Dallas, TX 75201-7832 214.880.4070 Fax 214.880.4072 sam@htst-cum n Attachment A Beach Resource Management Two Mile Ranch ` Scale 715 West Main Street, Suite 304 Parcel No. 1 linch = 2000 ft Aspen, Colorado 81611 Well Location Form No, OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVIf _)N OF WATER RESOURC .r 818 Centennial Bldg., 1313 Sherri—o St., Denver, Colorado 80203 0*4"NNER'S COPY (303) 866-3581 1095 APPLICANT TWO MILE RANCH C/O BEACH RESOURCES 715 W. MAIN, SUITE 304 ASPEN, CO 81611- (970) 925-3475 PERMIT TO CONSTRUCT A WELL WELL PERMIT NUMBER 225395 - - DIV. 5 WD 38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY NE 1/4 SE 1/4 Section 23 Township 9 S Range 85 W Sixth P.M. DISTANCES FROM SECTION LINES 2900 Ft. from North Section Line 200 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(11)(A) as the only well on a tract of land of 66.40 acre(s) (described as a 71.40 acre parcel less a 5.0 acre parcel identified as the W1/2, NE1/4, NE1/4, SE1/4) Sec 23, Twp 9 S, Rng 85 W, 6th P.M., Pitkin County. See permit no. 225394. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. 8) Monitoring hole notice MH -37926, was acknowledged for construction of a monitoring and observation hole for this applicant, in this 1/4, 1/4, on 3/15/2000. APPROVED SAP Receipt No. 9500007 State Engineer DATE ISSUEDMAY 2 2 2000 9X99 o/ate By EXPIRATION DATEMA i 2 2 200 JOHN C.lCEP & CO. GRAH MUM [HORATORE 435 NORTH AVENUE # PHONE 242-7618 + oecieveufrom: Customer No. Date Received Lab number Sample ID ANALYTICAL REPORT Beach Environill ental° LLC 715 W. Main, Ste. 304 Aspen, CO 81611 4/6/00 GRAND JUNCTION, COLORADO ev5o1 Laboratory No. Sample 3366 3366 Wyly Well, 3/29/00 1715 hours Date Reported water Limits for Drinking Suggested by Colo. Dept. Health Arsenic(As) 0.000 mg/l 0.05 mg/l Barium(Ba) 0.00 mg/l 1.0 mg/l Cadmiuif) (Cd> 0.0000 mg/l 0.01 frig/ l Chromium<Cr) 0,001 mg/l 0.05 mg/l Fluoride(F) 0.43 mg/l 4 mg/l Lead(Pb) 0.O01 mg/l O.05 mg/l Mercury(Hg> 0.00000 mg/l 0.002 mg/l Nitrate(N) 0.26 mg/l 10.0 mg/l Selenium(Se> 0.O00 mg/l 0.01 mg/l Silver(Ag) 0.000O mg/l 0.05 mg/l Color(Co/Pt unit} 0 no official pH 7.15 no official Conductivity@25 deg. C 1550 uill hos/cill no official Sodium(Na) 198 mg/l 20 Ill g/l Calciuill (Ca> 90 frig /l no official Magnesium(Mg) 38 ill g/l 125 mg/l Potassium(K) 3.7 mg/l no official Chloride(Cl) 3 mg/l 250 C.1 .1 Sulfate(SO4> 735 mg/l 250 1119 .1 Phenol. Alkalinity(CaCO3) 0 mg/l no official Total Alkalinity(CaCO3> 109 mg/l no official Bicarbonate(HCO3) 132 mg/l no official Carbonate(CO3) 0 mg/l no official Dissolved Solids 1070 ill C1 500 mg/l Hardness (CaCO3> 379 mg/l 200 mg/l Turbidity(NTU> 12 1 Boron(B> 0.14 mg/l no official Copper(Cu> 0.000 mg/l 1.0 mg/l Iron(Fe> 0.52 mg/l 0.3 mg/l Manganese(Mn) 0.021 ill g/l 0.05 mg/l Molybdenum(Mo) 0.003 mg/l no official Aill monia(N> 0.00 mg/l no official Phosphate(P) O.00 mg/l no official Zinc(Zn) 0.007 mg/l 5.0 mg/l limit Lab Dir.: Brian S. Bauer FEB -04-02 MON 03:53 PM ASPENI/P` (IN ENV HEALTH FAX:970 920 5074 PAGE 1 PES -04-2002 10:48 FROM:(40T0:970 5074 P.001/002 Beach Environmental. LLC January 2, 2002 Aspen/Pitkin Environmental Realth Department 130S. Galena Via Fax: 920-5074 Aspen, CO 81611 Re: Well Abandonment Report Deur Environmenml Hcalth: Enclosed is a completed well abandonment report that was submitted and accepted by the Division of Water Resources for the Wyly Ranch near Woody Creek, Colorado. The existing well, permitted no. 225394, has been abandoned in accordance with Rule 11 Abandonment Standards. We received telephone confmnation that the well has been successfidly abandoned. I hope this issue will no longer delay the processing of our 0WS#2 application for the Wyly Ranch. A replacement well was applied for and granted, permitted no. 225394-A. The new well will be located approximately 100 feet south and 250 feet east of the abandoned well. Please call me with any questions you may have. 0222eavwellab.doc / 1 5 W Main swic )04 Aspcn. CO A 161 1 Td 197U1 925-3475 tax 925.4754 Sincerely, By_ Karen Mauthe, EIT FEB -04-02 MON 03:53 PM ASPEN,01KIN ENV HEALTH FAX:970 920 5074 PAGE 2 FEB -09-2002 10:48 FROM: � TO -971 5074 P. 002'002 FORM NO- STATE Use only STATE OF COLO aws-9 OFFICE OF THE Si,aE ENGINEER 7 99 ttt9 Cant.nnlal Bldg., 1313 shurn,&A St., Denver, Colorado 80203 (308) 966-3581 E OR PRINT W BLACK INK WELL ABANDONMENT REPO ABANDONED WELL NUMBER IF REGISTERS 1. INDIVID)MPANY RESPONSIBLE FOR PLUGGING NAME (S) 0 Mailing Address - City, St. zip I 1 Phone (c27tJ )- 2. ACTUAL WELL LOCATION: COUNTY PROPERTY ADDRESS __ ?& (.yODDH (Addroee) Icltr) (State) (Z;P) NE- 1/4 114, Sec. 2.3 Twp, 9_ El N. E S., Range9 U E. LA W. --b P.M. Distances from SectionLines Z 7 oa Ft. from IK N. ❑ S. Line, 4WO Ft. from Z] E. or W. Line. s. 1 (we), report that an existing well was plugged and abandoned for the following reason(s); 19 The well was plugged and abandoned as required under the conditions of approval of Well Permit No. �Fko" 6s D V'Jeu- The well was not in use and was abandoned. Other (please explain) 4. Tho well was plugged and abandoned acc rding to the Water Well Construction and Pump Installation Rules or -L-0 1D2 The well was plugged with the following materials placed at the indicated intervals: - 5- AMOUNT AND TYPE OF MATERIAL METHOD OF PLACEMENT INTERVAL upTIVC-- if -01 l.� 4. C..LA� GDM'�"�CC�6�_ from`_(!:� jeet to _feet y from feet to feet _ from feet to feet _ from feet to feet INTERVALS OF CASING REMOVED/RIPPED IN FEET from Q feet to feet C FaP GAzs r+�� P-MOV�� from feet to feet 6. 1 (we) have read the statements made herein and know the contents thereof, and that they are true to my (our) knowledge. [Pursuant to Section 24.4.104 (13)(a) C.R.S„ the making of false statements heroin constitutes perjury in the second degree and is punishable as a class 1 misdemeanor.) Name/Title (Please type or print) Signature Date -INFORMATION- It is the responsibility of the well owner to have the well properly plugged and abandoned. The well construction contractor is responsible for notifying the well owner of the plugging and abandonment requirelment This form may be reproduced by photocopy or word processing means. RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, APPROVING THE NATAL RANCH GMQS EXEMPTIONS, SPECIAL REVIEW, 1041 HAZARD REVIEW, CONCEPTUAL SUBMISSION, CARETAKER DWELLING UNIT AND HISTORIC DESIGNATION Resolution No. 99-j 7;K RECITALS Flying Elk Ranch, Inc. and Wading Trout Ranch, Inc. ("Applicant") intends to create 4 parcels of 35+ acres each, which does not legally constitute a subdivision within the purview of the County's subdivision review authority. The Applicant proposes to accommodate four new single family residences on the parcels. 2. The Applicant has applied to the Board of County Commissioners of Pitkin County. Colorado ("BOCC") for the following approvals: A. 1041 Hazard Review and Conceptual Submission to establish building and development envelopes on each parcel; B. GMQS Exemption to replace one legally established dwelling unit, the Natal residence, with a new residence of up to 15,000 square feet of floor area on Parcel 2; C. GMQS Exemption for one additional single family unit on Parcel 1 for a new ranch manager's residence via the designation and restoration of the original, historic Natal residence. Parcel 1 will be limited to a maximum of 7,500 square feet of floor area, exclusive of the historic Natal residence; D. GMQS Exemption and Special Review to designate Parcels 3 and 4 as TDR receiver sites, each of which will be limited to a maximum of 7,500 square feet of floor area; and E. GMQS Exemption and Special Review to construct attached or detached caretaker dwelling units ("CDU") on Parcels 3 and 4. The Applicant's parcel is zoned RS -20 and contains 245 acres. 4. Said parcel is located on Woody Creek Road approximately 3.5 miles from the intersection of River Road and Woody Creek Road, and is more specifically described in Exhibit A. The Planning and Zoning Commission reviewed the application at a regularly scheduled meeting on July 6, 1999, and recommended approval by a vote of 3-0. 6. The BOCC reviewed the application at a duly noticed public hearing on September 8, 1999,.. at which time evidence and testimony were presented with respect to this application. 111111111111111111111111111111111111111111111111111 III 436625 10/14/1999 01:45P RESOLUTI DAVIS SILVI 1 of 9 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO . ' Resolution No. 99-i 7 Page 2 7. The BOCC finds that the application is generally consistent with the applicable provisions of the Pitkin County Land Use Code, based on the following conclusion: A. The proposed density is 42% of what is allowed under the current RS -20 zoning. B. The Applicant has limited the floor area on three of the parcels to a maximum of 7,500 square feet, which will help to minimize visual impacts. C. The Applicant has designated building envelopes of approximately 2 acres in size, all of which avoid wildlife habitat areas, geologic hazard areas (including slopes of greater than 15%), riparian areas, and the 100 year floodplain. In addition, the wildfire hazard within the envelopes is low and can be mitigated. D. The development is consistent with the intent of the RS20 zone district to permit low density, single family residential development, to preserve agricultural operations, to maintain the rural lifestyle and to locate development outside bf wildlife habitat. However, avoiding wildlife habitat has required the development to be located within irrigated lands. The development on Parcels 1 and 2 is clustered to a certain extent, and while the developmentlon Parcels 3 and 4 is more "scattered," the constraints on the site do not accommodate further clustering. E. While the building envelopes on Parcels 1, 3 and 4 are located within areas that may have previously been used for agricultural purposes, the Applicant has limited the size of the envelopes in order to be able to preserve minimum of 95% of the "acreage historically available for human food production, or hay, grain and other feed crops for livestock." F. The Applicant has committed to preserve the historic structures on the property. NOW, THEREFORE, BE IT RESOLVED by the BOCC that it does hereby designate Parcel 1 in its entirety and the log cabin on Parcel 2 to the Pitkin CountyHistoric Inventory. BE IT FURTHER RESOLVED by the BOCC that it does herei by approve the Natal Ranch GMQS Exemptions, Special Review, 1041 Hazard Review, Conceptual Submission and Caretaker Dwelling Units, subject to the following conditions which shall run with the land and be binding on all successors in interest: Prior to recordation of the 1041 Hazard Review Site Plan, the A�plicant shall submit the Protective Covenants for review and approval by the Community Development Department and the County Attorney. In addition to the conditions included herein, the Covenants shall incorporate the "protective covenants/deed restrictions" regarding wildlife use that are identified by Rick Thompson of Western Ecosystems, Inc. in his report dated June 11, 1999. 2. Prior to submission of any earthmoving, access, ISDS orbuilding permit applications, the Applicant shall submit a 1041 Hazard Review Site Plan to the Community Development Department for approval and recording. The site plan shall also be submitted in digital format for integration into the County's GIS system. The mylar copy of the site plan must 1111111 Hill 111111111111111111111111111111 111111111 Ili 436625 10/14/1999 01:45P RESOLUTI DAVIS SILVI 2 of 9 R 0.00 D 0.00 N 0.00.PITKIN COUNTY CO Resolution No. 99-LI—I Page 3 be signed by the owner prior to submittal for recording. The site plan shall specify the dimensions of building envelopes. Concurrent with recording of the 1041 site plan, the Applicant shall: A. Record the Protective Covenants. B. Submit executed Irrevocable Certificate of TDRs for the four TDRs necessary to achieve a growth management exemption pursuant to the Pitkin County Land Use Code for development of up to 7,500 square feet of residential floor area on each of Parcels 3 and 4. C. Record a covenant or deed restriction approved by the County Attorney's Office prohibiting further subdivision of the property. 4. Prior to submission of any permits for the development on Parcels 1 and 2, the Applicant shall submit an access permit for the common road improvements to the County Engineer for review and approval. If the driveway exceeds 30 inches above or below natural grade within the setbacks, the Applicant shall submit and the Board of Adjustment shall consider a variance application prior to submission of the Access Permit. A fugitive dust control plan shall be included with the permit for review and approval by the Environmental Health Department. Prior to submittal of an ISDS permit for each parcel, the owner shall provide documentation of adequate quality and quantity of water from a well to the Environmental Health Department. The well shall be located within the building or development envelopes, unless a location outside of the envelopes is approved by the Environmental Health and Community Development Departments. Prior to submittal of any building permit for the new residence on Parcel ?, the Applicant shall obtain a permit for the demolition of the Natal residence and shall abandon the existing septic system. 7. Prior to submission of any building permits for development on Parcels 1-4, the owner of each parcel shall: A. Obtain a fireplacehvoodstove permit from the Community Development Department. B. Obtain an access permit for each individual driveway (Parcels 3 and 4 only). Nvhidl shall be approved by the County Engineer. If the driveway exceeds 30 inches above or below natural grade within the setbacks, the Applicant shall submit and the Board of Adjustment shall consider a variance application prior to submission of the Access Permit. C. Submit a site specific drainage plan for review and approval by the County Engineer. Said plan shall address positive grading away from the residence, diversion of up-slope water from the building site, and on-site detention of flows from roofs and other impervious surfaces. D. Submit a fugitive dust control plan for review and approval by the Environmental Health Department. 111111111111111111 111111111111111 111111 1111111111111111 436625 10/14/1999 01:45P RESOLUTI DAVIS SILYI 3 of 9 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Resolution No. 99- i Page 4 E. Provide construction trip and residential trip generation studies if the free market residential structure exceeds 5,000 gross square feet, for review and approval by the County Engineer. F. Submit a landscaping plan for review and approval by the Community Development Department. G. Submit a weed management plan for review and approval by the Land Management Department. H. Submit a traffic mitigation plan to address the contribution to air quality degradation for review and approval by the Environmental Health Department. 18. Prior to issuance of any building permits for development on Parcels 1-4, the owner of each parcel shall obtain approval of an ISDS permit from the Environmental Health Department. Septic systems shall be located within the approved building envelopes, unless a location outside of the envelopes is approved by the Environmental Health and Community " Development Departments, and must comply with the setback requirements from surface and groundwater sources. A qualified professional engineer must design the system. 9. Prior to submission of earthmoving permits for ponds on any of the parcels, the owners shall demonstrate that there are adequate water rights for the ponds. The earthmoving permits shall include a plan to ensure that herbicides or pesticides from the property do not enter Woody Creek via the ponds and that water from the ponds does not adversely influence the temperature of the creek. 10. Prior to submission of a building permit for a detached or attached caretaker dwelling unit on each of Parcels 3 and 4, the owner shall obtain and the Housing Office shall record a caretaker dwelling unit deed restriction. Floor plans of the unit shall be provided to the Housing Office when the deed restriction is submitted. The caretaker dwelling unit shall be limited to 700 net livable square feet, and the kitchen shall contain a minimum of a n%o- burner stove with oven, standard sink, and a 6 cubic foot refrigerator plus freezer. 11. Prior to issuance of a Certificate of Occupancy for the caretaker dwelling units, Housing and Community Development staff small inspect the unit. 12. All structures shall comply with the standards and requirements of the Aspen Fire Protection District. 13. The Applicant shall comply with the following provisions regarding irrigation ditches: A. Grant access to irrigation ditches to ditch owners. B. Construct buildings immediately uphill of active irrigation ditches unless a ditch is culverted. C. Design land uses to avoid flooding problems from flood irrigation. D. Place basements and soil absorption sewage disposal systems in locations where they will not be impacted by flood irrigation or seepage from irrigation ditches. 14. The following wildfire mitigation standards shall apply to all parcels: 111111111111111111111111111111111.111111111111111111111 436625 10/14/1999 01:45P RESOLUTI DAVIS SILVI 4 of 9 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Resolution No. 99-_ZZ5' Page 5 A. Vegetation of less than 6 inches in height shall be maintained within a10 foot perimeter around all structures. Woody plants shall be avoided. B. For a minimum of 30 feet around all structures, future landscaping (trees) should be spaced so that the outer edges of tree crowns will not be closer than 10 feet. C. Roofs shall have a Class A, non-combustible roof system. Wood shakeshingle roof coverings and flat roofs (up to a 4:12 pitch) are prohibited in all wildfire hazard areas. D. Vents shall be screened with corrosive resistant wire mesh with mesh 1/4 inch maximum. E. Roofs and gutters shall be kept clear of debris. F. Yards shall be kept clear of all litter, slash, and flammable debris. G. All flammable materials shall be stored on a parallel contour a minimum of 15 feet away from any structure. H. Weeds and grasses within a 10 foot perimeter of all structures shall be maintained to a height of not more than 6 inches. I. Firewood/wood piles shall be stacked on a parallel contour a minimum of 15 feet away from the structure. J. Swimming pools or ponds shall be accessible to Fire Department vehicles. K. Fences shall be kept clear of brush and debris. L. Wood fences shall not connect to the structure. M. Fuel tanks shall be installed underground with an approved container. N. Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above -ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire -resistive construction on tite exterior side of the walls. O. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. P. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. Q. New utility lines shall be buried within or along roadways. 15. No development, including grading, excavation, fill placement, landscaping. vegetation removal or disturbance, cisterns, entry gates, septic system and well, shall occur outside of the approved building envelopes, except agricultural uses, ranching, equestrian and hiking trails, recreational activities, utility and driveway extension and maintenance. Landscaping. including installation of ponds, may occur outside of the building envelopes, subject to review and approval of a specific landscape plan by the Community Development Department. Wells and septic systems may be located outside of the building envelopes, if approved by the Environmental Health and Community Development Departments. 16. The property shall be subject to the following limitations on floor area to be measured based on the County's regulations in effect at the time of building permit submittal: A. Parcel 1 shall be limited to a maximum of 7,500 square feet of resi&ntial floor area, exclusive of the historic Natal residence. B. Parcel 2 shall be limited to a maximum of 15,000 square feet of residential floor area. Illlli 111111111111111111111 II111111111 lli 11111 IN IN 436625 10/14/1999 01:45P RESOLUTI DAVIS SILVI 5 of 9 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO e Resolution No. 99- 2!y Page 6 C. Parcels 3 and 4 shall each be limited to a maximum of 7,500 square feet of residential floor area, inclusive of caretaker dwelling units, in the event built. 17. Areas disturbed by construction of access drives and installation of utilities shall be revegetated no later than one growing season after completion of work. 18. The Applicant is not required to submit annual reports attesting to conformance with the conditions of this approval, nor is the proposed use required to commence within 12 months of the date of this approval, as would otherwise be required under the Special Review provisions in the Land Use Code. 19. The Applicant shall adhere to all material representations made in the application or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 20. The vested rights for the approval contained herein shall expire five years from the date of this approval on the _gt— day of S e_p r, , 2004. 21. The Applicant has recombined Parcels 1 and 2 for purposes of consideration of this application. The combined parcel as it is configured as of the date of this approval shall be limited to a total of 15,000 square feet of floor area, unless 35� acre parcels are created, whereupon the floor area for each parcel shall be as represented by the Applicant. NOTICE OF PUBLIC HEARING published in the Aspen Times Weekly on the 7th day of August, 1999. APPROVED AND ADOPTED this 8th day of September, 1999. PUBLISHED AFTER ADAPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen Times Weekly on the j[� ay of 1999. ATTEST: ndee R. Dean, Clerk to the Board BOARD OF COUNTY CONWISSIONERS OF PI COUNTY COLORADO y , C 0 - ��c a V- -7� 4 Leslie J. L t, Chair Dat ` C,a 111111111111111111111111111111111111111111111111111 1111 436 625 10/14/1999 01.45P RESOLUTI DAVIS SILVI 6 of 9 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Resolution No. 99-07 Page 7 APPROVED AS TO FORM: John Ely, County . mey Case 039-99 PID 42643-093-00-024 suzannew\pitkin\cases\specrev\natal\reso carevm109l09i99 APPROVED AS TO CONTENT: Cindy Houben, Community Development Director 1111111111111111111111111111111111111111111111111 IN 1111 436625 10/14/1999 01:45P RESOLUTI DAVIS SILVI 7 of 9 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Q . ff-17Y EXHIBIT A PARCEL I PARCEL A Lot 15 and those portions of Lots 8, 9, 14, 16 and 17 situate in Section 23 of Township 9 South, Range 85 West o. the Sixth Principal Meridian, described as follows: Beginning at the East Quarter Corner of said Section 23; thence North 83'15' West 2266.84 feet to an angle point in the boundary of land described in Decree recorded February 13, 1969 in Book 239 at Page 438 in the Office of the Cleric and Recorder of Pitkin County; thence South 07'02' West along said boundary 2230.17 feet to the Southwest corner of said Lot 17; thence East along the Southerly boundary 6f said Lot 17 to an angle point in the boundary of land described in Quit Claim Deed recorded January 7, 1965 in Book 211 at Page 126; thence North 81'18' East 411.48 feet, South 76131' East 244.16 feet and North 38"27' East 223.61 feet, all along boundary of land described in said Book 211 at Page 126 to a point on the Easterly boundary of said Lot 17; thence North alone said Easterly boundary of said Lot 17 to an angle point in the boundary of land described in Quit Claim Deed recorded December 21, 1964 in Book 210 at Page 498; thence North 38'27' East 310.96 feet, and North 36.081 East 396.36 feet, along boundary of land described in said Book 210 at Page 488, to a point on the Southerly boundary of Lot 15; thence East along the said Southerly boundary of said Lot 15 to the Southeast corner of said Lot 15; thence North along the Easterly boundary of said Lot 15 to the point of beginning. EXCEPT114G THEREFROM, a strip of land sixty feet in width being thirty feet on each ',side of the center line of a road through and across the Northeast Quarter of said Section 23 as described, to the Woody Creek Toll Road Company, in auit claim deeds recorded September 28, 1891 in Book 93 at Pace 239 and recorded October 3, 1891 in Book 93 at Page 292. r PARCEL B ALSO, a parcel of land situate in Section 24 of Township 9 South, Range 85 West of the Sixth Principal Meridian described as follows: The North Half of the Northwest Quarter of the Southwest Quarter; the Southeast Quarter of the Northwest Quarter of the Southwest Quarter; the South Half of the Northeast Quarter of the Southwest Quarter; the Northeast Quarter of the Southeast Quarter of the Southwest Quarter; the Southeast Quarter of the Northwest Quarter of the Southeast Quarter; the North Half of the Southwest Quarter of the Southeast Quarter; the Southwest Quarter of the Northeast Quarter of the Southeast Quarter; and the North Half of the North Half of the Southeast Quarter of the Southeast Quarter. EXCEPTING THEREFROM, a strip of land sixty feet in width being thirty feet on each side of the centerline of a road through and across the West Half of said Section 24 as described in Quit Claim Deed to Woody Creek. Toll Road Company recorded September 28, 1891 in Book 93 at Page 289. 1111111111111111111111111111111111111111111111111111111 436623 10/14/1999 01:43P RESOLUTI DAVIS SILVI 8 of 9 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO X : Q1 -17y EXHIBIT A (Continued) PARCEL C ALSO; H.E. Survey No. 210, embracing a portion of Section 24 in Township 9 South of Range 85 West and Sections 19 and 30 in Township 9 South, Range 84 West of the Sixth Principal Meridian, more particularly described as follows: Beginning at Corner No. 1, identical with the corner to said Sections 24, 19 and 30; thence South 89'53' West 10.50 chains to Corner No. 2; thence North 03'02' East 9.91 chains to Corner No. 3; thence North 89'50' East 10 chains to Corner No. 4; thence North 00'06' East 0.71 chains to Corner No. 5; thence South 89'38' East 1.71 chains to Corner No. 6; thence South 51'07' East 21.47 chains to Corner No. 7; thence South 31'10' East 11.41 chains to Corner No. 8; thence North 71'23' West 21.97 chains to Corner No. 1, the point of beginning. EXCEPTING from the above Parcels A, B and C land conveyed =o Cora Louise Natal, Dennis Stanley Natal and Ronald Matthew Natal by Warranty Deeds recorded March 7, 1986 in Book 506 at Page 750 under Reception No. 276166, recorded March 7, 1986 in Book 506 �r Page 715 under Reception No. 276167, and recorded March 7, 1966 in Book 506 at Page 752 under Reception No. 276168. PARCEL TT ALSO, real property in Township 9 South, Range 85 West of the 6th Principal Meridian in Section 23: Lot 15, and a tract of land described as follows: Commencing at the East (Quarter Corner of said Section 23; thence N. 82'44' W_ 2131.3 feet; thence South 155.7 feet; thence East 1221.4 feet to the point of beginning. AND in Section 24: NWINW}SW} PARCEL III ALSO, real property in Township 9 South, Range 85 West of the 6th Principal Meridian in Section 24: E}NwlswisE}; NEiSW}SE}; SF.INWISF_}; SWIN2}SE}; and W}N}SE}.SEl. PARCEL IV ALSO, H.E. Survey No. 210, embracing a portion of Section 24, Township 9 South, Range 85 West of the Sixth Principal- Meridian rincipalMeridian and Sections 19 and 30, Township 9 South, Range B4 West of the Sixth Principal Meridian, as more particularly described in Patent No. 827515 dated October 8, 1921, Reception No. 105985 of the Pitkin County records, and the E}N}NJSE}SE}, Section 24, Township 9 South, Range 85 West of the Sixth Principal Meridian. (It1III lIIII �IIIIt I11II IMI ILII IIIl1I III ILII! ILII III 436625 10/14/1999 01:45P RESOLUTI DAVIS SILVI 9 of 9 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO " • • ■ PR JEQ t n -u -n z0 k z v 0 0 T w a 003 T l"mmmli- I t ', o mm 003 nn g m o MM m omz Q 8 Mi � y Q 8 Mi � o P4, r N 0� O `r .r7 -i 30 .� V: m C Q 8 Mi PRoxci 1 006-01 7 Vq 1 • 1 roffmEMMI: ni, Aw 4-21/2 t A s r m ?n m r^ 0 pouf$ n 1 D o z �m �31 o p3 a NNS U 3 C r �� m ��m r.i mp n N `r L m z Z Im pDOak P;4 D oz i mom D � 7e WN ,�, yy Y 0 mo 70 N Vi r2O�51 m Z cry s ;K= l� m / --;� IN o D -nc _ b g s m n•' 0 O oogfo (� D 0m y �m 0cit z ooaam W -0r MOM !A • zm� SAa '< ,o N r 0 �* 7 ��8 M_ to n CIRCLE R RANCH Onsite Wastewater Systems: OWS # 1 OWS # 2 OWS # 3 OWS # 4 OWS # 5 OWS # 6 2643-234-01-001 Historic House 0185 Circle R Road Historic Garage 0169 Circle R Road Agricultural Barn 0195 Circle R Road 0 Granary 0155 Circle R Road 0 Pump House 0181 Circle R Road Old Toll House 2643-243-01-002 Natal Cabin 0061 Circle R Road Electrical Station for Subdivision 0245 Circle R Road Yeary Residence 0264 Circle R Road Elliot Residence 0265 Circle R Road Water Tank 0260 Circle R Road Building Envelope # 5 Old Log Structure by Bridge 2643-244-01-003 Water Treatment # 2 4301 Woody Creek Road Acton Residense 4305 Woody Creek Road Building Envelope # 7 4415 Woody Creek Road Building Envelope # 8 2643-244-01-004 Water Tank 4801 Woody Creek Road Graham/Wyly Residence 4811 Woody Creek Road Water Treatment # 3 4815 Woody Creek Road Matthew Residence 4819 Woody Creek Road Underground Water Storage Tank